✦ LIBER ✦

Computer simulation of the dynamic layered soilpilestructure interaction system

✍ Scribed by Lu, Xilin; Li, Peizhen; Chen, Bo; Chen, Yueqing

Book ID: 120628028
Publisher: NRC Research Press
Year: 2005
Tongue: English
Weight: 837 KB
Volume: 42
Category: Article
ISSN: 0008-3674
DOI: 10.1139/t05-016

No coin nor oath required. For personal study only.

📜 SIMILAR VOLUMES

Shaking table testing of hard layered so

Shaking table testing of hard layered soil-pile-structure interaction system

✍ Li, Peizhen ;Ren, Hongmei ;Lu, Xilin ;Song, Heping ;Chen, Yueqing 📂 Article 📅 2007 🏛 Higher Education Press and Springer 🌐 English ⚖ 468 KB

Tracking the dynamic characteristics of

Tracking the dynamic characteristics of a nonlinear soil-pile system in multi-layered liquefiable soils

✍ Chang, Barbara J.; Hutchinson, Tara C. 📂 Article 📅 2013 🏛 Elsevier Science 🌐 English ⚖ 709 KB

Comparative analysis of seismic response

Comparative analysis of seismic response characteristics of pile-soil-structure interaction system

✍ Kong Desen; Luan Maotian; Wang Weiming 📂 Article 📅 2006 🏛 SP Science Press 🌐 English ⚖ 569 KB

Vertical vibration analysis of soil-pile

Vertical vibration analysis of soil-pile interaction systems considering the soil-pile interface behavior

✍ Min Kyu Kim; Jong Seh Lee; Moon Kyum Kim 📂 Article 📅 2004 🏛 Korean Society of Civil Engineers 🌐 English ⚖ 735 KB

Interaction Factors for the Analysis of

Interaction Factors for the Analysis of Pile Groups in Layered Soils

✍ Cairo, Roberto; Conte, Enrico; Dente, Giovanni 📂 Article 📅 2005 🏛 American Society of Civil Engineers 🌐 English ⚖ 129 KB

Prediction of free field vibrations due

Prediction of free field vibrations due to pile driving using a dynamic soil–structure interaction formulation

✍ H.R. Masoumi; G. Degrande; G. Lombaert 📂 Article 📅 2007 🏛 Elsevier Science 🌐 English ⚖ 950 KB

This paper presents a numerical model for the prediction of free field vibrations due to vibratory and impact pile driving. As the focus is on the response in the far field where deformations are relatively small, a linear elastic constitutive behaviour is assumed for the soil. The free field vibrat

Computer simulation of the dynamic layered soilpilestructure interaction system

Computer simulation of the dynamic layered soilpilestructure interaction system